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This page is devoted to frequently asked questions (FAQ) related to acceleration.


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Acceleration load calculation

Question: How does SAP2000 calculate and apply acceleration load?

Answer: Please see the [acceleration load] article for response.

Rotational acceleration load calculation

Question: What procedure does CSI Software use to calculate rotational acceleration load?

Answer: Please see the [acceleration load] article for response.

Difference between relative and absolute acceleration

Question: The 'Display' > 'Show Plot Functions' menu presents options for either relative or absolute acceleration. What is the difference between these options?

Answer: Relative acceleration is within the reference frame of the structure. Absolute acceleration is within a universal reference frame, and given as the sum of relative acceleration and ground acceleration.

The same relative and absolute designations also apply to velocity and displacement.

Manual application of acceleration load

Question: Can acceleration loads only be applied to selected members in the model?

Answer: CSI Software automatically generates and envelopes a set of acceleration loads for translation along, and rotation about, each global axis. These acceleration loads are applied at each node and element, and used to simulate ground motion during time-history and translation-only response-spectrum analyses. They are also useful as starting load vectors for Ritz-vector analysis.

Users may manually assign acceleration loads to specific nodes and elements. Similar to load-case assignment, these loads are applied through an Analysis Case.



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This page contains frequently asked questions related to acceleration.

General FAQ

How does SAP2000 calculate and apply acceleration loads?

[See acceleration load page.]

What is the procedure used for calculating rotational acceleration loads?

Question: What is the exact procedure the program uses to calculate the rotational acceleration loads? For translational acceleration loads, the loads are calculated as negative translational mass times the acceleration. For rotational acceleration loads how exactly is the translational mass, rotational mass, or both masses used to calculate the acceleration loads?

Answer: [See acceleration load page.]

Under "Display > Show Plot Functions" menu command, absolute or relative acceleration (velocity or displacement) can be chosen. What is the difference between relative and absolute responses?

Relative acceleration is acceleration relative to the ground. Absolute acceleration is the sum of relative acceleration and the input ground acceleration.

Can I apply acceleration loads only to selected members in the model?

If you need to apply acceleration loads only to some elements in your model, you would need to apply these loads manually.

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